@2: A Drainage system is Constructed in the farm. Ifde= 0.9 (m), hc = 0.5 (m) and Drile = 2.5 (m), LTE 180 (m)and $-0.006, and QTile = 120 (m³/d).===Calculate values of Ho (m), R (m of water depth/d) duringIrrigation and Do (m) bellow G.S.

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Answered: @2: A Drainage system is Constructed in…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

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Problem 1P

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Exercise [4] Determine the diameter of pipe drains that drain out 24 mishara of drainage area with drainage coefficient of 1.5 cm/day. The drain grade is 0.004. Manning's n=0.013. Use Chezy's Formula. 1
Determine the time of concentration for use in the Rational Method for a drainage basin having the hydraulic path described below:Overland Average Grass L = 80’ S = 2.5%Shallow Conc. L = 450’ S = 4.8%Gutter Flow L = 200’ S = 1.9%
Irrigation and drainage, i need solutions in 15 minutes please. MCQ/A 30 cm diameter well completely penetrates a confined aquifer of permeability of 45 m/day. The thickness of the aquifer is 20 m. Under steady state of pumping the drawdown at the well found to be 3.0 m and the radius of influence was 300 m. Calculate the discharge of the well . A-0.0851 m³/min B-1.548 m³/min C-0.0258 m³/min D-0.258 m³/min
Irrigation and drainage, i need solutions in 15 minutes please. MCQ/A 30 cm diameter well completely penetrates a confined aquifer of permeability of 45 m/day. The thickness of the aquifer is 20 m. Under steady state of pumping the drawdown at the well found to be 3.0 m and the radius of influence was 300 m. Calculate the discharge of the well * A-0.0851 m³/min B-1.548 m³/min C-0.0258 m³/min D-0.258 m³/min
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Given the site development plan for a subdivision considering the storm drainage systembelow, consider the following storm event details:a. I = 2,481.44(t + d)^–0.6477b. d = 15 minsc. t = 10 mins (initial)Determine the following:1. Discharge Q in lps at Pipe 1 (L = 20 m)2. Discharge Q in lps at Pipe 2 (L = 20 m)3. Discharge Q in lps at Pipe 3 (L = 20 m)4. Discharge Q in lps at Pipe 4 (L = 20 m)5. Total time of discharge from the first inlet to the outfallNote: Use the Rational Method to compute Q.
Direction: Choose A- When both statements are true; B - When both statements are false; C- When the first statement is true and the second statement is false; D-When the first statement is false and the second statement is true. Da Based on the figure above, First Statement: The aquifer is an unconfined aquifer because of the presence of aquiclude. Second Statement: The direction of groundwater flow is from A to B. B Oc
The hydraulic conductivity of a homogeneous gravelly aquifer is 3 x 10-1 cm/sec. The hydraulic gradient (groundwater surface slope) of the phreatic (water table) aquifer is 0.01 and the aquifer's effective porosity is 0.25. Calculate the following two parameters and provide the answer to question b) in the space provided (numerical answer only, no units or any). Calculate the specific discharge that represents flow conditions of the aquifer in cm/sec. Also Calculate the approximate average velocity of a conservative solute dissolved in this aquifer, calculated to units of cm/sec (enter numerical answer without stating units).
Q7: A discharge of 0.15 cumecs is supplied into a canal at the head and 0.1 cumecs is delivered to field having an area of 1.5 hac. The Irrigation is started at a moisture extraction level of 60% of the available moisture and then extends for 10 hours. Determine the following efficiencies: water conveyance, water application, water storage, and water distribution. The following information are known: effective depth of r.z. = 1.7 m, runoff loss in the field = 425 m', water penetration depth varies linearly from 1.7 m at the head end of the field to 1.1 m at the tail end, W.H.C. = 25cm/m depth of soil.
O T In a furrow irrigation system, the following information is given Length of a furrow = 200 m Inflow = 1.5 l/s Advance equation = x=5+⁰.8 Intake equation=1-115.2t05,/ in l/hr/1 m and t in minutes Furrow spacing = 80 cm . . Find Irrigation time to achieve an average infiltration depth of 100 mm ||| فلاتر O إضافة شرح... Ali
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@2: A Drainage system is Constructed in the farm. If de= 0.9 (m), hc = 0.5 (m) and Drile = 2.5 (m), LTE 180 (m) and $-0.006, and QTile = 120 (m³/d). = == Calculate values of Ho (m), R (m of water depth/d) during Irrigation and Do (m) bellow G.S.